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<br /> 1/2"HARD WOOD VENEER �� `�
<br /> PLYWOOD PER 11/A6.7-----_
<br /> ■■ �
<br /> 1/2" HARDWOOD VENEER I •
<br /> 11 1/2"
<br /> PLYWOOD ALL SIDES SEE 7/A6.7 I �, - - - f e n v i r o n m e n ta
<br /> FOR VERTICAL EXTENTS-���- ��__\ ��2�� �' ___ WORKS
<br /> (2)LAYERS TYPE"X"1l2"GWB � � ` � - � ����LIGHT GAUGE METAL FRAMING - � Community Design Center
<br /> (NO HORIZONTAL JOINTS)�� AS REQ'D FOR OUTER GWB GRID
<br /> -----._, LAYER ATTACHMENT
<br /> 402 15th Avenue East
<br /> \� Seattle, Washington 98112
<br /> 1 5l8"STEEL STUDS, ' `= `= �� � -" � �°
<br /> � � 206.329.8300
<br /> �� o �- `�DASHED LINES DENOTE RATED
<br /> CONTWUOUS 3/4"X 314"X 1/8° , � PORTION OF ASSEMBLY �, � � �'� 206.329.5494 fax
<br /> ALUM.ANGLE AT PLYWOOD EDGE. � ' r`� � __ �� `
<br /> � �� N TE: -
<br /> WALL ASSEMBLY ___� ;'; ---- 1/2"HARD WOOD VENEER
<br /> COUNTERSUNK 1/4"STAINLESS _ �
<br /> \ COLUMN PROTECTION 1LLUSTRATED ---- -- �
<br /> SHALL BE CONTINUOUS FROM THE TOP OF =" PLYWOOD ALL SIDES SEE 7/A6.7
<br /> STEEL SCREWS,ALTERNATING � FO UN D A T/O N O R F L R/C E I L I N G A S S E M B L Y PER PLAN � - ��
<br /> , - < �
<br /> SIDES EVERY 16"O.0 --� ;�� �,� " - ;'�� FOR VERTICAL EXTENTS
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<br /> TUBE STEEL COLUMN PER /� BELOW THROUGH THE CEfLING SPACE TO � � _ ' �--CONTINUOUS 314°X 3l4"X 1/8"
<br /> STRUCT. DWGS---"� THE TOP OF THE COLUMN � � ; � � � � ALUM.ANGLE AT PLYWOOD EDGE. EVere�t
<br /> '��� I/ - i ,
<br /> , ( , _ �� _ 5 � ' COUNTERSUNK 1/4"STAINLESS
<br /> - � Safe Streets
<br /> CP5 Individual Steel Column Protection - GWB (1-H R) (2)LAYERS TYPE"X" 112"GWB ! �' � � _ � \ _ STEEL SCREWS,ALTERNATING
<br /> -
<br /> ` SCa�@. 1 1/2�� _ ��-0�� GA FILE N0. CM 1452 GENERIC (NO HORIZONTAL JOINTS)� � ; ; �- ' � � SIDES EVERY 16"O.0 .
<br /> __ . A5.5 � . �� - � Q Supportive
<br /> �` PLYWOOD SHEATHING � �� II � m'� � � �
<br /> - --CONTINUOUS 3/4"X 3/4"X 1/8' �`� � � � , ������ � m
<br /> � Housing
<br /> PER STRUCT.DWGS 1 5/8"STEEL STUDS,, �� �
<br /> --=------ �� 3 /
<br /> - -- --- --
<br /> __ , ALUM,ANGLE AT PLYWOOD EDGE.
<br /> � �� ` �- � COUNTERSUNK 1/4"STAINLESS ��, , �) �,� ` ;'� � � `-� u'��
<br /> k'= o �
<br /> ' �` � I o � 6200 12th Dr. SE �
<br /> t - STEEL SCREWS,ALTERNATING STRUCT. DWGS .,
<br /> I WOOD BLOCKING PER DASHED LINES DENOTE RATED 11 1/2 �'� SIDES EVERY 16' O.0 TUBE STEEL COLUMN PER � , ,`�_-_ I --, - a m Everett, WA 98203
<br /> < �ti � �
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<br /> � �� _���� ,� _._ 101/2" ___� � �--LIGHT GAUGE METAL FRAMWG � h�� �-� _- --5
<br /> � � STRUCT. DWGS PORTION OF ASSEMBLY- � ,
<br /> /8"TYPE'X'GWB OVER 2X WOOD 5807
<br /> I � AS REQ D FOR OUTER GWB ��� ' II FURRING ��,,����j��E�
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<br /> - -- -
<br /> I 1l2" HARDWOOD VENEER � I I �� LAYER ATTACHMENT �
<br /> � , � , „ PLYWOOD ALL SIDES SEE 7/A6.7 '
<br /> � � , -_ ;q� �: � ��t�#��T£��
<br /> I �� ���� ���� �� / WALL ASSEMBLY PER PLAN COLUMN PROTECTION 1tLUSTRATED � '
<br /> I
<br /> �� . �� _ _ �, " _ _ FOR VERTICAL EXTENTS I�� ` \ � -- - � �' I� '' �1�
<br /> �� � � � � � � � � � � - SHAtL BE CONT►NUOUS FROM THE TOP OF
<br /> : � � ,,
<br /> �� � � ��_ u �' _ `, �, �� „ /��� - � � -- �--�--- ----- �'� � �
<br /> WOOD NAILER&CONNECTION TO (2)LAYERS TYPE X 1/2 GWB � �� � � --- �x � � ���� FOUNDATION OR FLR/CEILlNG ASSEMBLY 4�IILLG?�9�. S1�EG� �
<br /> STEEL BEAM PER STRUCT. DWGS (NO HORIZONTAL JOINTS)`� __ __ `` �' �- BELOW THROUGH THE CElLING SPACE TO STATE Qr"V�lr�S�il'UGTON
<br /> � �� THE TOP OF THE COLUMN `� -
<br /> 15/8��STEE�ST�os, N N ' � ; CP2 Individual Steel Column Protection - GWB 1-HR
<br /> 1 HR RATED FLR/CLG ASSEMBLY - ���� � � �� � �
<br /> �
<br /> PER BLDG SECTIONS J ' \' STEEL BEAM PER STRUCT. DWGS __ � __.___ I � I �
<br /> � ��� �� ��� - � ���� � � �� ��� � �� i Scale; 1 1/2" = 1'-0" GA FILE N0. CM 1452 GENERIC �
<br /> ' TUBE STEEL COLUMN PER =_ =_ ----_J A5.5
<br /> � �` STRUCT. DWGS x� _ '��
<br /> M� � �, � � �(2)LAYERS 1f2"TYPE'C GWB OVER �- � ' � � � � ���� --� -�--------- ;----CONTINUOUS 3/4"X 3l4"X 1/8" CO�UI'1'lll at1C� B@al'1'1
<br /> �`-_
<br /> �� � % 1 5/8"STEEL STUDS @ 24"O.C.@ (1)LAYER 5/8"TYPE'X'GWB �� � ' ; � � � � ,__--=--�� -BEAM ABOVE %� ALUM.ANGLE AT PLYWOOD EDGE. �
<br /> � "� EA SIDE OF BEAM {TYP. @ PERIMETER)�-_____�I I I I � ��
<br /> \ ' , 1/2 HARDWOOD VENEER � COUNTERSUNK 1/4"STAWLESS Protection Assemblies
<br /> �'` '� �tl I ; � � � � � � COUNTERTOP PER PLAN 11 1/2"
<br /> ,:,-(1 j LAYERS 5/8"TYPE'C GWB OVER I I I I I - PLYWOOD ALL SIDES SEE 7/A6.7 / - �' STEEL SCREWS,ALTERNATING
<br /> — 1 5/8°STEEL STUDS 24"O.C. WALL ASSEMBLY PER PLAN I I f I I � � NOTE: FOR VERTICAL EXTENTS ---�--�_10 1/2 _ �
<br /> % SIDES EVERY 16"O.0
<br /> , -- @ I I � � ---" �� �, _
<br /> � COLUMN PROTECTION ILLUSTRATED - - - `
<br /> ���- - I � `. _
<br /> -- - - � -- -'� -I�- SHALL BE CONTINUOUS FROM THE TOP OF (2)LAYERS TYPE"X" 1/2"GWB ;'� � LIGHT GAUGE METAL FRAMING
<br /> �r--�
<br /> NO HORIZ NT �
<br /> - 0 AL JOWTS
<br /> � ____ -___ FOUNDATION OR FLR/CEILING ASSEMBLY � � AS REQ D FOR OUTER GWB
<br /> ; - '-COLUMN BEYOND :___, LAYER ATTACHMENT
<br /> 10 5/8" ', �"� BELOW THROUGH THE CE/LING SPACE TO
<br /> _._
<br /> ,'�- __ _ '
<br /> � ��----=� ,(2)LAYERS 1/2°TYPE'C GWB OVER 25 THf TOP OF THE COLUMN 1 5l8"STEEL STUDS�� � ��
<br /> � � GAUGE 2 1/2"STEEL RUNNERS HOOKED o i � ��DASHED LINES DENOTE RATED "
<br /> ��---- �' OVER BOTTOM FLANGE OF BEAM ��, '� � �' PORTION OF ASSEMBLY Date
<br /> TUBE STEEL COLUMN PER NOTE:
<br /> CP4 Individual Steel Column Protection - GWB (1-HR) 2s �anua�r 2o�s
<br /> STRUCT. DWGS� � COLUMN PROTECT/ON ILLUSTRATED
<br /> -- -- - �,,� ,
<br /> ______— -- -- -_ _ ,
<br /> BEAMS, GIRDERS, AND TRUSSES, NONCOMBUSTIBLE ' A5.5 Scale; 1 1/2" = 1'-0" GA FILE N0. CM 1452 GENERIC 5is°TYPE°x°cwB @ a��si�Es � ' � SHALL BE CONTINUOUS FROM THE TOP OF
<br /> Permit & Construction Set
<br /> `� - �� _�__ ! FOUNDATfON OR FLR/CEILING ASSEMBLY Revisions
<br /> - -- ----- i -- -- - �----- ' - - � _ _
<br /> �- ---
<br /> GA FILE NSTEEL STUDS GYPSUM WAL PROPRIETARYt �-1 HOUR � -_-CONTINUOUS 3/4"X 3/4"X 1/8"
<br /> ?
<br /> � ---- --- -' -- ' FIRE ; ! 3 � ALUM.ANGLE AT PLYWOOD EDGE. BELOW THROUGH THE CEIUNG SPACE TO
<br /> r 28 Jul 2017 Bld Permit Submittal
<br /> � , LBOARD �� � 1/2" HARDWOOD VENEER 11 112' '� THE TOP OF THE COtUMN _ Y J�
<br /> I Base layer 1/2"proprietary type X gypsum wallboard applied to beam cage with 1"Type _ __ PLYWOOD ALL SIDES SEE 10/A6.7 / ---- - - f % COUNTERSUNK 1/4"STAINLESS
<br /> S drywall screws 12"o.c.Face layer 1/2"proprietary type X gypsum wallboard applied - I FOR VERTICAL EXTENTS 101/2° i STEEL SCREWS,ALTERNATING
<br /> ---- ------ ___.______ ______
<br /> � to beam ca e with 1 5/8' T e S d -- - -
<br /> _ ' --- ------ --
<br /> --
<br /> . . , „ „ „ __ � COLUMNS, NONCOMBUSTIBLE -'� � 28 Sept.2017 Addendum#1 -
<br /> �oints. 9 yP rW�'all screws 12"o.c.Joints offset from base layer �-- � � �—� ,, - � -LIGHT GAUGE METOAL FRAMING �-- -- - -- - -- -
<br /> i 2 LAYERS TYPE X 1/2 GWB %' '� - -- -____ _ _�---
<br /> -- I � . -_ _ -� -- -� 2 06 Oct.2017 Addendum#2
<br /> Beam cage fabricated from No.24 gage 7/8"x 1 3/8"steel angles screw attached to , , , (NO HORIZONTAL JOINTS) � AS REQ'D FOR OUTER GWB i______ ____ ___ _ __J � GENERIC � 1 HOUR j __ _ _ _ _
<br /> `- �-- GA FILE NO. CM 1452 � �
<br /> �- steel�oists at beam top flange and No.25 gage 2 1/2"steel runners hooked over beam �; � � , - - ,_ LAYER ATTACHMENT I GYPSUM WALLBOARD, STEEL STUDS __FIRE __ 3 16 Oct.2017 Permit Corrections �
<br /> l o w e r fl a n g e a n d s u p p o rt i n g 1 5/8"s t e e l s t u d s 2 4 o.c.M i n i m u m b e a m s i ze W 8x 1 5. 'i ' ' - - ` � Base la er 1/2" e X
<br /> " � y typ gypsum wallboard a lied without horizontal _____ 4 26 Jan.2018 Permit Corrections
<br /> studs located at each comer of TS4x4x0.188 tube steel column with 1"Type S drywall --- -- -- - ---
<br /> (One hour unrestrained beam.) 1 5/8"STEEL STUDS�, `�' �' ` � PP joints to 1 518"steel �
<br /> � >� o� �� ���� DASHED LINES DENOTE RATED Y—�� '
<br /> � �„ �� - � - � - - ----
<br /> �, screws 24"o.a Face la er 1/2"t e X sum wallboard a lied without horizontal T� �
<br /> i PROPRIETARY GYPSUM BOARD � �� � Y YP 9yP PP� ���
<br /> American G psum Com an 1!2"FIREBLOC TYPE � � PP � � ,� r� � f
<br /> I I � � PORTION OF ASSEMBLY joints to studs with 1 3/4"Type S drywall screws 12"o.c.Metal cornerbead a lied to all ! --- -- -_
<br /> ; :
<br /> __ _
<br /> Y p y C ' corners with 1"T e S d all screws 12"o.c.in each flan e.Joint com ound 1/16" i� � , I, �
<br /> CertainTeed Gypsum, Inc. 1/2"ProRocrM Type C Gypsum Panels TUBE STEEL COLUMN PER NOTE: ' yP � g p Drawn b :
<br /> Fire Test: UL R1319-133,7-16-75; , STRUCT. DWGS I thick applied over comer bead. ��, - --- --- - -- - -- - y
<br /> G-P Gypsum 1/2"ToughRockO Fireguard0 C �_ \ COLUMN PROTECTION ILLUSTRATED
<br /> -
<br /> _ -_ ._ CC/SC/MM
<br /> i 9 1/2"FirecheckOO T e C � ` � - - -�
<br /> N taonal G rt sum Compan B1 12-g7 UL R 3660-7,-8, i 5/8 TYPE"X GWB ALL SIDE �-. � \ S H A L L B E C O N T I N U O U S F R O M T H E T O P O F I� ___
<br /> YP _
<br /> YP Y 1/2"Gold BondO Brand FIRE-SHIELD Cn,a UL Design L524 �� �� @ S -__ � FOUNDATION OR FLR/CEILING ASSEMBLY �� Checked b P.M.
<br /> Fire Test: UL NC505,77NK1747;
<br /> � � Gypsum W�pTG-C - -- '� � �HE�TOP OF�HE COLUMN LING SPACE TO �, g � � � � ��
<br /> PABCO G sum I \_ _
<br /> Temple-Inland Forest Products Cor oration i I 6-13-77,UL Desi n X528 CC
<br /> 1/2"FLAME CURB�Su er'C
<br /> Checked by (Q.C.):
<br /> �; United States Gypsum Company 1/2"SHEETROCK�Brand Gypsum ` � WAL�ASSEMBLY j
<br /> Panels, FIRECODEOO C Core � -- PER PLAN
<br /> --- — - �
<br /> i tContact the manufacturer for more detailed information on proprietary products. '�� PfOJ2Ct NO. '
<br /> _ -- --
<br /> ---- ------ --- - _ _- --_— --- _-- - - __------ _ __ -� 16-029A
<br /> _-
<br /> P3 Individual Steel Column Protection - GWB (1-HR) CP1 Individual Steel Column Protection - GWB (1-HR)
<br /> BP1 Individual Steel Beam Protection - (1 HR) A5.5 Scale: 1 1/2" = 1'-0" GA FILE N0. CM 1452 GENERIC A5.5 SCale: 1 1/2" = 1'-0" GA FILE N0. CM 1452 GENERIC
<br /> A5.5 Scale: 1 1/2" = 1'-0" PER GA FILE N0. BM 1137, PROPRIETARY � ■.
<br /> 3 A5 . 5 ..
<br /> 0
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